Browsing OU - Oklahoma Transportation Resources / Oklahoma Transportation Library by Issue Date
Now showing items 101-120 of 372
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Roadside development and erosion control (FHWA-OK-87-5)
(1987-6)The information contained within this report addresses: 1) Implementation of roadside development and erosion control results, 2) Herbicide evaluation for the effective and economical eradication of undesirable roadside ... -
Feasibility of using fly ash as binder in coarse and fine aggregates for bases (FHWA-OK-86-8) 2125
(1987-6)Aggregate-fly ash mixes consisting of fine aggregate bases (FAB), coarse aggregate bases (CAB) and Class C fly ash additions of 15, 25 .and 35% were tested in compressive and flexural strength for curing periods of up ... -
Construction and performance of the stabilized base course on U.S. 77 Ponca City, Kay County (FHWA-OK-87-7) 2128
(1987-7)This study investigates the field implementation of shale stabilization on an experimental project. A number of test sections were set on the south bound lane of U.S. Highway 77, north of Ponca City, Kay County, Oklahoma. ... -
Experimental products and equipment for highway construction and maintenance (FHWA-OK-88-1) 2700
(1988-1)This is a listing pertaining to the status of the research evaluation of products and equipment which may possibly be used in highway construction or maintenance by the Oklahoma Department of Transportation Products and ... -
Evaluation of ice warning systems (FHWA-OK-88-03) 2145
(1988-10)Two i.ce warning systems were installed on the Interstate hi.ghway system in the Oklahoma City area. A Boschtmg Canpany, Inc. Ice Early Warning System was installed on three elevated structures or bridges. A Surface ... -
The impact of highway construction on a fresh water stream - a demonstration project
(1988-12)Oklahoma Department of Transportation (ODOT) commenced a demonstration study in 1976 to determine the impact of highway construction on a fresh water stream. A creek near a highway construction site along US-69 at Limestone ... -
Portland cement concrete pavement restoration (84-01-1)
(1988-3)The purpose of this study was to evaluate the design, construction, and performance of the latest methods for restoration of Portland cement concrete pavements (PCCP). The CPR techniques demonstrated included full depth ... -
Scour around bridge piers of overflow structures at I-35 Bridge on the Cimarron River (FHWA-OK-88-2) 2150
(1988-4)The October 1986 flood of the Cimarron River resulted in severe scour around piers of eight overflow structures of the 1-35 bridge. A major portion of the flood passed through these structures resulting in a high velocity ... -
Analysis of October 1986 flood in Caney River at U.S. 75 Bartlesville Oklahoma Volume II (FHWA-OK-89-04)
(1988-9)Hurricane Paine, extending across the Central Plains of the United States, caused flooding of unprecedented proportions in the Caney River. This storm produced a rainfall varying from 20 to 30 inches in Oklahoma during ... -
Analysis of October 1986 flood in Caney River at U.S. 75 Bartlesville Oklahoma Volume I (FHWA-OK-89-04)
(1988-9)Hurricane Paine, extending across the Central Plains of the United States, caused flooding of unprecedented proportions in the Caney River. This storm produced a rainfall varying from 20 to 30 inches in Oklahoma during ... -
Experimental products and equipment for highway construction and maintenance (FHWA-OK-89-01) 2700
(1989-1)This publication constitutes a list.ng of experimental products and equipment that are being considered or evaluated by the Oklahoma Department of Transportation, other transportation departments, or other agencies. The ... -
Evaluation of an experimental protective coating for bridge steel (88-03)
(1989-10)This report describes the application of an experimental metal sealer to bridge beams which are coated with lead-based paint. Regulations developed by the Environmental Protection Agency (EPA) , prohibit the introduction ... -
Fatigue damage to steel bridge diaphragms (FHWA-OK-89-10) 2156
(1989-12)The cause of diaphragm cracking on an interstate highway bridge was investigated. The investigation consisted of load-testing the bridge, performing a computeraided analysis of the bridge superstructure and specific ... -
Experimental determination of the ultimate capacity of a composite prestressed bridge unit (FHWA-OK-89-05) 2162
(1989-12)A 55 ft. long prestressed, composite steel girder-concrete slab bridge unit was tested to ultimate load. The unit had previously undergone a series of tests including sustained loading, fatigue loading, and static loading ... -
Scour around bridge piers in Oklahoma streams final summary report (FHWA-OK-89-09) 2150
(1989-4)This study consisted of a hydrographic survey and determined maximum scour around the piers at eighteen selected bridges on the Cimarron, Arkansas, and Caney Rivers. The survey was performed soon after the 50- to ... -
Depressed transverse cracks in asphalt pavements in Oklahoma phase I interim report (FHWA-OK-89-02) 2159
(1989-5)Thi s report describes the results of a preliminary evaluati on of the nature and extent of depressed transversed cracking of asphalt pavements in Oklahoma. The primary purpose of the Phase I study was to develop and ... -
Effectiveness of riverbank protection and river control in Oklahoma (FHWA-OK-89-08)
(1989-8)Bank stabilization and protection from flood ravages have been a continuing problem in Oklahoma as well as in the surrounding states for a very long time. Bridges and hydraulic structures are situated at river sites where ... -
Evaluation of causes of excessive settlements of pavements behind bridge abutments Phase II Summary (FHWA-OK-89-07) 2148
(1990-1)To evaluate the causes of bridge approach settlement a survey of 758 bridge approaches in seventy-seven counties of Oklahoma was conducted. In this survey, data related to the following items were collected: ( i) bridge, ... -
Experimental products and equipment for highway construction and maintenance (FHWA-OK-90-1) 2700
(1990-1)This publication constitutes a listing of experimental products and equipment that are being considered or evaluated by the Oklahoma Department of Transportation, other transportation departments, or other agencies. The ... -
Evaluation of causes of excessive settlements of pavements behind bridge abutments and their remedies Phase II (FHWA-OK-89-06) 2148
(1990-1)To evaluate the causes of bridge approach settlement a survey of 758 bridge approaches in seventy-seven counties of Oklahoma was conducted. In this survey, data related to the following items were collected: ( i) bridge, ...